US773215A - Building construction. - Google Patents

Building construction. Download PDF

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US773215A
US773215A US17699303A US1903176993A US773215A US 773215 A US773215 A US 773215A US 17699303 A US17699303 A US 17699303A US 1903176993 A US1903176993 A US 1903176993A US 773215 A US773215 A US 773215A
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beams
ceiling
supports
floor
flanges
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US17699303A
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Alexander Menczarski
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/16Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/167Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with permanent forms made of particular materials, e.g. layered products

Definitions

  • WITNESSES WVE/VTOR filezalzdez-Jfezzcz ans/pi 2ar/2QM V W ATTORNEYS iPatented. October 25, 1904.
  • This invention relates to fireproof buildings; and it constitutes an improved structure for forming the floors and ceilings of such buildings.
  • Figure 1 is a sectional perspective view of the invention
  • Fig. 2 is a perspective view of one of the floor-supports.
  • I) indicates the ceiling, which is formed of a suitable plastic compound of cement-like material.
  • a cement composition such as is usually employed as a coating in pavement constructions, in the "representation of artificial stone; but this is not essential.
  • ceiling-supports Extending transversely from beam to beam and resting on the base-flanges thereof are the centers or ceiling-supports 0, which are also formed of plastic cement-like material and serve to support the ceiling.
  • the preferred arrangement of these parts is with the ceiling-supports resting on the base-flanges of the I-beams and with the ceiling itself extending under the I-beams and upward to the level of the base-flanges thereof, so that the ceiling and the supports may be made to adhere together in essentially a homogeneous composition.
  • the floor-supports (Z are placed in position.
  • Said floor-supports are formed either of Wrought or cast metal, as desired, and constitute plate-like body portions with inwardlyprojecting side flanges cl and T-heads d
  • the floor-supports are laid against the sides of the I-beams, as shown in the drawings, and the ends of the ceiling-supports orcenters c abut against the floor-supports, thus holding the floor-supports securely in place,
  • the T-heads 6Z2 of the floor-supports set'flat against the inner sides of the I-beams and prevent the supports from rocking on the I-beams prior to emplacing the centers 0.
  • the floorsupports (Z and centers 0 having been thus placed in position, I next place on the flanges cl of the floor-supports longitudinallyextending angle-rails e, which may be either of wrought or cast metal and which are employed to supportthe arched plates f.
  • Said plates extend between the beams a and are arched upward from the angle-rails 6, so that their highest or middle portions will lie below the level of the upper edges of the I-beams a.
  • the final step in the preparation of the improved building structure is to lay in the space between the I-beams and over the arched plates f the mass 9 of cement-like plastic material constituting the floor of the building, this floor being level with the upper flanges of the I-beams or, if desired, extended slightly above and over the same.
  • the arched plates f may be constructed of wrought or cast iron, retieulate or imperforate, as may be desired. It will be observed that this structure provides for the expenditure of a minimum amount of material, and therefore may be very cheaply produced, and at the same time it is light and strong.
  • the centers 0 serve the double purpose of supporting the ceiling 7) and of holding the floor-supports (Z in place.
  • the centers maybe raised up to the level of the angle-rails if desired, or they may be of less thickness, which latter arrai'igement is illustrated in the drawings.
  • the floor reinforced by the arched plates f has all the strength of an arch, and be ing firmly buttressed by the supports (Z and centers 0 it is given suflicient strength. It will further be observed that this construction provides a maximum dead-air space be tween the floor and ceiling, which is very essential in preventing the transmission of heat from one apartment to another, which transmission in case of fire would allow the flames to spread quickly throughout the building and also in lessening the weight of the construction to the minimum.
  • the combination with Itbeams, of ceiling-supports extending transversely between the III-beams and rested on the base-flanges thereof, said ceiling-supports being formed of plastic cement-like material, a ceiling laid under the I-beams and ceilingsupports and adhered thereto, floor-supports rested on the base-flanges of the lI-beams and held between the sides of the beams and the ends of the ceiling-supports, angle-rails extending longitudinally of the I-beams and mounted on the floor-supports, an arched plate extending between the I-beams and resting on the angle-rails, and a floor formed of plastic cement-like material laid over the arched plate between the upper portions of the lI-beams.
  • the combination with the floor-beams, of ceiling-supports extendingbetween the same, a ceiling sustained thereby, floor-supports at the ends of the ceiling-supports, and a floor sustained on said supports and extending between the upper portions of the beams.
  • a floor-support for buildings said supporthaving T-shaped ends or heads, and side flanges extending laterally from the support to an angle to the plane thereof.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Description

No. 773,215. PATENTED OCT. 25, 1904. A. MENGZARSKI.
BUILDING GOBTSTEiUGTIOlY.
APPLICATION FILED OOT.14, 1903.
H0 MODEL.
WITNESSES: WVE/VTOR filezalzdez-Jfezzcz ans/pi 2ar/2QM V W ATTORNEYS iPatented. October 25, 1904.
PATENT OFFICE.
ALEXANDER MENGZARSKI, OF NEW YORK, N. Y.
BUILDING CONSTRUCTION.
SPECIFICATION forming part of Letters Patent No. 773,215, dated October 25, 1904.
Application filed October 14, 1903.
To all whom it may concern.-
Be it known that 1, ALEXANDE MENOZAR- SKI, a citizen of the United States, and a res1- dent of the city of New York, borough of Manhattan, in the county and State of New York, have invented a new and Improved Building Construction, of which the following is a full. clear, and exact description.
This invention relates to fireproof buildings; and it constitutes an improved structure for forming the floors and ceilings of such buildings.
This specification is a specific description of one form of my invention, while the claims are definitions of the actual scope thereof.
Reference is to be had to the accompanying drawings, forming a part of this specification, in which similar characters of reference indicate corresponding parts in both the figures.
Figure 1 is a sectional perspective view of the invention, and Fig. 2 is a perspective view of one of the floor-supports.
(0 indicates the usual metallic I-beams, which extend parallel with each other along each floor of the building.
I) indicates the ceiling, which is formed of a suitable plastic compound of cement-like material. I prefer to employ a cement composition, such as is usually employed as a coating in pavement constructions, in the "representation of artificial stone; but this is not essential.
Extending transversely from beam to beam and resting on the base-flanges thereof are the centers or ceiling-supports 0, which are also formed of plastic cement-like material and serve to support the ceiling. The preferred arrangement of these parts is with the ceiling-supports resting on the base-flanges of the I-beams and with the ceiling itself extending under the I-beams and upward to the level of the base-flanges thereof, so that the ceiling and the supports may be made to adhere together in essentially a homogeneous composition.
In forming the ceiling and the supports thereof I prefer to proceed as follows: Asuitable scaflolding is builtunder the I-beams, the
top of such scaffolding lying below the base- Serial No- 176,993. (No model.)
flanges of the I-beams, so that the material forming the ceiling may be worked under said flanges to cover the same. The ceiling is now laid over the scaffolding and under the I-beams up to the level of the base-flanges thereof. Then the plastic material forming the ceiling is partly set, a suitable boxing (not shown) is placed between the I-beams, so as to form troughs, the bottoms of which are formed by the upper ceiling b. In said troughs the centers or ceiling-supports are laid in the form of plastic cement-like composition, which is then allowed to set, these centers adhering to the ceiling and supporting the same and themselves resting on the base-flanges of the I-beams a. After the ceiling and ceiling-supports have finally hardened or set the boxing will be removed. The scaffolding will also be removed, and the ceiling structure will then be self-sustaining.
Before laying the centers or ceiling-supports 0 the floor-supports (Z are placed in position. Said floor-supports are formed either of Wrought or cast metal, as desired, and constitute plate-like body portions with inwardlyprojecting side flanges cl and T-heads d The floor-supports are laid against the sides of the I-beams, as shown in the drawings, and the ends of the ceiling-supports orcenters c abut against the floor-supports, thus holding the floor-supports securely in place,
said supports, however, resting on the baseflanges of the beam. The T-heads 6Z2 of the floor-supports set'flat against the inner sides of the I-beams and prevent the supports from rocking on the I-beams prior to emplacing the centers 0. The floorsupports (Z and centers 0 having been thus placed in position, I next place on the flanges cl of the floor-supports longitudinallyextending angle-rails e, which may be either of wrought or cast metal and which are employed to supportthe arched plates f. Said plates extend between the beams a and are arched upward from the angle-rails 6, so that their highest or middle portions will lie below the level of the upper edges of the I-beams a.
The final step in the preparation of the improved building structure is to lay in the space between the I-beams and over the arched plates f the mass 9 of cement-like plastic material constituting the floor of the building, this floor being level with the upper flanges of the I-beams or, if desired, extended slightly above and over the same. The arched plates f may be constructed of wrought or cast iron, retieulate or imperforate, as may be desired. It will be observed that this structure provides for the expenditure of a minimum amount of material, and therefore may be very cheaply produced, and at the same time it is light and strong. The centers 0 serve the double purpose of supporting the ceiling 7) and of holding the floor-supports (Z in place. The centers maybe raised up to the level of the angle-rails if desired, or they may be of less thickness, which latter arrai'igement is illustrated in the drawings. The floor reinforced by the arched plates f, has all the strength of an arch, and be ing firmly buttressed by the supports (Z and centers 0 it is given suflicient strength. It will further be observed that this construction provides a maximum dead-air space be tween the floor and ceiling, which is very essential in preventing the transmission of heat from one apartment to another, which transmission in case of fire would allow the flames to spread quickly throughout the building and also in lessening the weight of the construction to the minimum.
Various changes in the form, proportion, and details of my invention may be resorted to at will without departing from the spirit and scope thereof. Hence I consider myself entitled to all such variations as may lie within the intent of my claims.
Having thus described my invention, I claim as new and desire to secure by Letters Paten t- 1. In a building, the combination with the I-beams of ceiling-supports formed of plastic material extending transversely between the lower portions of the beams and resting on the base-flanges thereof, a ceiling laid under the I-beams and ceiling-supports andv adhered thereto, floor-supports held against the sides of the I-beams by means of said ceilingsupports, and a floor extending between the upper portions of the lI-beams and resting on the floor-supports, the floor being spaced from the floor and ceiling supports.
2. In a building, the combination with the I-bcams, of ceiling-supports formed of plastic material extending transversely between the beams and resting on the base-flanges thereof, a ceiling laid under the Ill-beams and ceilingsupports and adhered thereto, floor-supports mounted on the base-flanges of the I-beams and lying between the ends of the ceilingsupports and the sides of the II-beams, an arched plate extending between the beams and rested on the floor-supports, and a floor formed of plastic cement-like material laid g over the arched plate between the upper portions of the lI-beams.
3. In a building, the combination with Itbeams, of ceiling-supports extending transversely between the III-beams and rested on the base-flanges thereof, said ceiling-supports being formed of plastic cement-like material, a ceiling laid under the I-beams and ceilingsupports and adhered thereto, floor-supports rested on the base-flanges of the lI-beams and held between the sides of the beams and the ends of the ceiling-supports, angle-rails extending longitudinally of the I-beams and mounted on the floor-supports, an arched plate extending between the I-beams and resting on the angle-rails, and a floor formed of plastic cement-like material laid over the arched plate between the upper portions of the lI-beams.
at. In a building, the combination with the floor-beams, of ceiling-supports extendingbetween the same, a ceiling sustained thereby, floor-supports at the ends of the ceiling-supports, and a floor sustained on said supports and extending between the upper portions of the beams.
5. A floor-support for buildings, said supporthaving T-shaped ends or heads, and side flanges extending laterally from the support to an angle to the plane thereof.
6. In a building, the combination with the floor-beams, of a ceiling-support extending transversely between the lower portions thereof and formed of a plastic material molded into place, a ceiling formed of plastic material extending under the beams and ceilingsupport and adhered to the latter, a floor formed of plastic material extending between the upper portions of the floor-beams, and means for sustaining the floor on the doorbeams independently of the said ceiling-supports.
7. In a buildingconstruction, the con'ibination with the floor-beams, of a ceiling-su mort extending transversely between the lower portions thereof and formed of plastic material molded into place, aceiling of plastic material extending under the ceiling-support and adhered to the latter, and afioor formed of plastic material extending between the upper portions of the floor-beams and sustained on the floor-beams above and independently of the said ceiling-supports.
In testimony whereof I have signed my name to this specification in the presence of two subscribing witnesses.
ALEXANDER MENCZARSKI.
IVitnesses:
ISAAC B. Owens, JNo. M. Rrrriin.
IIO
US17699303A 1903-10-14 1903-10-14 Building construction. Expired - Lifetime US773215A (en)

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